7800 EVERGREEN WAY HYUNDAI 2025-08-22

_ I PARTS NOTES A.HYDRANTS AND ALL MATERIALS SHALL CONFORM TO 1. STAINLESS STEEL TAPPING SLEEVES SHALL HAVE AW WA STANDARDS AND SHALL BE OF STANDARD FULL CIRCLE SEAL MANUFACTURE(MUELLER SUPER CENTURION#250, WATEROUS PACER#WB67,OR CITY APPROVED 2. ALL TEES AND VALVES TO BE WATER TESTED EQUAL). BEFORE TAP. B. 5-1/4"VALVE MINIMUM. 3. SIZE ON SIZE TAPS ALLOWED ONLY WITH MJ TAPPING TEES.ALL OTHER TAPS SHALL BEAT C. 1-1/4"OPERATING NUT AND CAP NUT FOR 2-1/2" LEAST 2'SMALLER THAN THE EXISTING MAIN. B -MAX RAKE,1/4"PER FT PORTS. Oo ® O" FROM GROUND LEVEL 4. BRANCH LINE SHALL BE RESTRAINED AS IF A D. NATIONAL STANDARD THREAD ON 2-1/2"DORTS, DEAD-END PER SECTION 5-13. E. STORZ FITTING WITH NATIONAL STANDARD THREAD ON THE 4-1/2"PORT. C E F. IF HYDRANT RISES THROUGH CONCRETE,USE EXPANSION STRIP AROUND HYDRANT BARREL,PER STD PLAN 509.IN ADDITION,INSTALLATION OF THE HYDRANT ON PRIVATE PROPERTY SHALL EQUAL OR PLAN PLAN EXCEED THE STANDARDS FOR INSTALLATION OF TRAFFICSAFETY VALVE BOX AND EXTENSION PER PUBLIC FIRE HYDRANTS IN THE CITY OF EVERETT. FEATURE BREAK-OFF OFF STANDARD DRAWING 505 FLANGE,BREAK G.PROVIDE FOR VEHICULAR TRAFFIC PROTECTION WHEN NUTS AND BOLTS NECESSARY PER STANDARD DRAWING 508. H. STEAMER PORT TO BE FACING STREET OR ROADWAY FOR FIRE ENGINE ACCESS. 112 VD WASHED ROCK J CU I F 7-1/2"DRNN ROCK 1. BREAK-OFF FLANGE TO BE 2"-0"ABOVEGROUND O O DUCTILE IRON TEE LEVEL. OOO RETAINER (MJZM1zFL)OR ii GLANDS TAPPING TEE(FL) J. IN PAVED,SO AN PAD AROHALT AR ASHYDRANTPERIN O O O UNPAVED,SOD AND ASPHALT AREAS PER STANDARD �j \; DRAWING 508. K. HYDRANT CONNECTION PIPE TO BE DUCTILE IRON j CLASS 52,ANY INTERMEDIATE JOINTS TO BE MJ WITH \ /® RETAINER GLANDS,OR FIELD LOCK GASKETS. ' ELEVATION ELEVATION K L. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS gy OF HIGH GLOSS CATERPILLAR YELLOW,LUXLITE 5 t 12"a 12"z 4" #6100-516 OR"RUST-OLEUM"#7448 OR APPROVED 3 € CONC BLOCK GATE VALVE EQUAL.THE PORT CAPS WILL BE PAINTED BLACK. INSTALLED ON ASBESTOS CEMENT PIPE, INSTALLED ON ASBESTOS CEMENT PIPE, IN■EL) M.PROVIDE FOR A MINIMUM OF 3'CLEAR ZONE AROUND CAST IRON PIPE AND DUCTILE IRON PIPE. CAST IRON PIPE AND DUCTILE IRON PIPE. 6 MIL PLASTIC SHEETING WRAP HYDRANT. g UNDISTURBED EARTH CAST IRON MECHANICAL JOINT STAINLESS STEEL CITY OF EVERETT TAPPING TEE TAPPING SLEEVE CITY OF EVERETT w PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT 579�018 d 41 vvs .:wN" :.u"Gzzu.. -z'. MT672016 FIRE HYDRANT TAPPING TEES ), INSTALLATION 507 514 _I. FIRE HYDRANT TAPPING TEES 2 NTS C5.00 NTS C5.00 SEE SHEET 604 I SEE SHEET 604 6"GASKETED PROPERTY NOTES SPIGOT CAP OR NOTES R�-OR RIGHT-Of WAY R. 1. PVC SIDE SEWER CONNECTIONS TO PVC NEW 6"GASKETED CAST IRON BOLTED RING&COVER MECHANICAL 1. CLEAN-OUT PIPE AND FITTINGS SHALL BE PVC, GRADE ELEVATION I TYP GRADE ELEVATION __ MAINS SHALL BE FACTORY TEES. SPIGOT CAP TYPE 1&2(SEE NOTE 5). PLUG TYPE 1&2 ASTM D3034,SDR 35 OR AW WA C900. OR 6"PVC ASTM 2. TYPE A&B SHALL BE USED ONLY WHEN MECHANICAL 2. A SANITARY TEE MAY BE INSTALLED IN LIEU OF A i SEWER MAIN DEPTH EXCEEDS 15 FEET OR AS PLUG 30"SQ WYE AS SHOWN.STRAIGHT TEES ARE NOT APPROVED D3034, APPROVED BY THE ENGINEER.TYPED SHALL TYPE1&2 LANDSCAPED OR ACCEPTABLE. INSTALL SDR350R PROPERTY LINE UNPAVED SURFACE CAP NOT COUPLING APPROVED COUPLING BE USED WHEN EXISTING SIDE SEWER IS AW WA C900 OR RIGHT-OF-WAY PLUG SHALLOW(LESS THAN 6'DEPTH AT PROPERTY TYP 3. SEWERSTUB WILL BE EXTENDED A BEYOND LINE) e�� PROPERTY LINE TO PREVENT DAMAGE TO PAVED SURFACE CLEAN-OUT AND MINIMIZE CONFLICT$WITH OTHER 2%MIN.SLOPE �.6YN- 3. CONNECTIONS TO EXISTING CONCRETE UTILITIES WHEN SERVICE TO BUILDING IS "DEEP SOCKET"FITTINGS EXISTING EXISTING SIDE SEWER SEWER MAINS SHALL BE MADE PER INSTALLED. AT EACH END OF SIDE SEWER � STANDARD DRAWINGS 612&613 OR BY _ VERTICAL PIPE SECTION 6"PVC ASTM D3034. APPROVED MANUFACTURED CONCRETE TEE. 4. TYPE 3TEMPORARV INSTALLATIONS(NEW GPK PRODUCTS'OR EQUAL-< PVC SEWER MAIN SDR35 OR AW WA C900 DEVELOPMENT)SHALL HAVE A PRESSURE TREATED (SEE CONNECTION 4. SEE STANDARD DRAWING 604.WHERE RING CONCRETE COLLAR SEE NOTES 2"X4"STUB MARKER THAT EMENDS DOWN TO A NOTES 33) AND COVER INSTALLATIONS ARE SHOWN FOR (COMMERCIAL CONIC)TYP. 6AND 7 i MIN OF 24"BELOW GROUND.A MIN OF 36'SHALL 35'MIN PAVED AND UNPAVED AREAS,FIELD EMEND ABOVE GROUND.STUB PAINT.T SHALL BE D 45'MA% CONDITIONS WILL DICTATE WHICH Ifs 30SQ1YP. I! PAINTED WITH WHITE TRAFFIC PALM.THE WORD PVC SEWER MAIN O SANDBAG FILLED WITH 60L85 INSTALLATION IS APPROPRIATE. SEE STANDARD 12'DIA PVC SLEEVE - "SEWER"AND THE DEPTH IN FEET FROM GROUND MINIMUM DRY MIX CONCRETE DRAWING 602 TYP.TYPE 1&2 SEE STAN DARD SURFACE TO SEWER STUB PIPE INVERT SHALL BE (SEE CONNECTION 12"X12"CIP CONCRETE BLOCK.CONCRETE SHALL BE (OR CONCRETE BLOCK,SAME AS 5. CONNECTIONS TO EXISTING HDPESEWER DRAWING 602 PAINTED ON THE MARKER WITH 3"HIGH BLACK NOTES 2&3) COMMERCIAL CONCRETE MIX AS CALLED OUT IN TYPE'A') MAINS SHALL BE MADE PER STANDARD SEAL ANNULAR SPACE PAINTED LETTERS. WSDOT STD SPECS OR SANDBAG FILLED WITH 60LBS DRAWING 612 OR SIDE-WALL FUSION. WITH FIBER JOINT $ MIN OF DRYMIX CONCRETE. TYPE 1 PACKING OR URETHANE TYPE 2 S. CAST IRON BOLTED RING AND COVER SHALL BE TYPE"A" TYPE"C" PAVED AREAS FOAM TYP.TYPE 1&2 UNPAVED AREAS EAQUAJORDAN IRONWORKS NO.3660CPTOR PERMANENT INSTALLATIONS L. 6. RING AND COVER INSTALLATION IS SHOWN FOR STUB MARKER(NOTE 4) PAVED AND UNPAVED AREAS,FIELD CONDITIONS WILL DICTATE WHICH INSTALLATION IS j SEE SHEET 604 R SEE SHEET 604 R 55 BOLTS APPROPRIATE. E 12 7/�8"M� ^ O O 7. RING AND COVER WFFHCONCRETE COLLAR BE GRADE ELEVATION GRADE ELEVATION ARE ._ _. PLACED AT SURFACE IN UNPAVED AREAS O O O a IF DESIRED.O i SHALLOW SIDE SEWER D O O 10 I INSTALL CAP EXISTING SIDE SEWER O D O MIN I NOT PLUG - 6"PVC ASTM D3034, 4'OR 6" SDR35 OR AW WA APPROVED APPROVED COUPLING COUPLING C900� 6"GASKETED CAP 10' EXISTING i- 6'z6"OR 6"X4"SPAN PLAN SECTION SIDE SEWER � TEE/WVE (NOfE 4) PVC SEWER MAIN i NOTED2&3) 35'MIN� 12"CAST IRON BOLTED RING AND COVER 2%MIN.SLOPE FUTURE DEEPER o 45'MA% SIDE SEWER (SEE NOTE 5) S 6"PVC ASTM D3034,SDR35 s 35'MIN ORAWWAC900 CITY OF EVERETT CITY OF EVERETT $ 45'MAX SEE STD SANDBAG FILLED WITH GOERS MINIMUM DRY MIX CONCRETE PUBLIC WORKS DEPARTMENT DETAIL 602 PUBLIC WORKS DEPARTMENT i tl (OR CONCRETE BLOCK,SAME AS TYPE"A") w,.�µ n"o�' o-�.� ""' 12/30/2016 UNPAVED AREA �,'""""" =°`O16i °"11N1N°"' -"" 03/30/2017 TYPE 3 SANDBAG FILLED WITH 60L85 MINIMUM SEWER CLEAN-OUT TYPE gn DRY MIX CONCRETE TYPICAL SIDE SEWER TYPE'D" TEMPORARY INSTALLATION FOR NEW DEVELOPMENT i (OR CONCRETE BLOCK,SAME AS TYPE"A"1 CONNECTIONS 602 I TYPE 1,2,3&12"CAST IRON (QQ i I' I TYPE A,B C&D RING&COVER TYPICAL SIDE SEWER 3 SEWER CLEAN-OUT 4 NTS C5.00 NTS C5.00 1 3/30/22 TJP KEC JDE CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY LMJ HYUNDAI SHEET 2 10/4/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #1 AST/KWP TIP • Call 811 7800 EVERGREEN WAY, EVERETT CHECKED BY APPROVED BY wo business days 16015th Avenue,Suite 16M • 3 11/23/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #2 KEC JDE beforeyoudig seattle,WA98101 C5 1 0 DATE 206.622.5822 SCALE: 11 23 2022 :)ff www.kpff.com WATER AND SEWER DETAILS N0. DATE BY CHID. APPR. REVISION J 0 B No.: 2100507 AS SHOWN